Constitutive model developments for compacted unsaturated fine grained soils based on porosimetry

Unsaturated Soils - Proceedings of the 5th International Conference on Unsaturated Soils

Volumn 2, Issue , 2011, Pages 951-956

  Salgueiro, R ^a   Olivella, S ^a   Suriol, J ^a  

^a UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

Author keywords

[No Author keywords available]

Indexed keywords

ALTERNATIVE METHODS; COMPACTION ENERGY; FINE GRAINED SOIL; INITIAL MOISTURE CONTENT; MEAN STRESS; MECHANICAL BEHAVIOR; MERCURY INTRUSION POROSIMETRY TESTS; OEDOMETER TESTS; PHYSICAL PRINCIPLES; POROSIMETRY; PRELIMINARY MODEL; SILTY CLAY; STRESS-STRAIN BEHAVIORS; UNSATURATED SOIL; VERTICAL STRESS; VOLUMETRIC DEFORMATION;

DEFORMATION; MERCURY (METAL); PORE SIZE; SOIL MECHANICS; SOILS;

GEOLOGIC MODELS;

EID: 84859972197     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (11)

1. Bishop, A.W. (1959). "The principle of effective stress". Teknisk Ukeblad, 106(39), 859-863.
2. Garcia-Bengoechea, I., Lovell Ch.W. & Altschaeffl, A.G. (1979). "Pore distribution and permeability of silty clays", J. Geotech. Eng. Div., 105, 839-856.
3. Gens, A., Alonso, E., Suriol, J. & Lloret, A. (1995). "Effect of structure on the volumetric behaviour of a compacted soil", Proc. 1st. Int. Conf. Unsat. Soils, Paris.
4. Griffiths, F.J. & Joshi, R.C. (1989). "Change in pore size distribution due to consolidation of clays", Geotechnique, 39, 159-167.
5. Koliji, A., Laloui, L., Cuisinier, O. & Vulliet, L. (2006). "Suction induced effects on the fabric of a structured soil", Trans. Porous Med., 64, 261-278. (Pubitemid 43792738)
6. Ramajo, H., Olivella, S., Carrera, J. & Sánchez-Vila, X. (2002). "Simulation of gas dipole tests in fractures at the intermediate scale using a new upscaling method". Trans. Porous. Med., 46, 269-284. (Pubitemid 34536418)
7. Salgueiro Bustillos, Rene Fernando, (2009). "Un modelo hidromecánico para suelo fino no saturado & compactado a partir de su porosimetría", Tesina de Máster de Ingeniería del Terreno e Ingeniería Sísmica, ETSECCPB, Barcelona.
8. Simms, P. & Yanful, E. (2001). "Measurement and estimation of pore shrinkage and pore distribution in a clayey till during soil-water characteristic curve tests", Can. Geotech. J., 38, 741-754. (Pubitemid 33079998)
9. Suriol, J., Gens, A. & Alonso, E. (1998). "Behavior of compacted soils in suction-controlled oedometer", Proc. 2nd. Int. Conf. Unsat. Soils, Beijing, 438-443.
10. Thorn, R., Sivakumar, R., Sivakumar, V., Murray, E.J. & Mackinnon, P. (2007). "Pore size distribution of unsaturated compacted kaolin: the initial states and final states following saturation", Géotechnique, 57, 469-474. (Pubitemid 47117742)
11. Van Genuchten, M. Th. (1980). "A closed-form equation for predicting the hydraulic conductivity of unsaturated soils". Soil Sci. Soc. Am. J., 44(5), 892-898.